CU

L T B

RKR

SIZ

E

L3

(EXISTING)

OLD CABLE

ENCLOSURE WITH METER SOCKET (COORDINATE WITH SCECO DETAIL)

( EXISTING) KILOWATT HOUR METER

220/127V, 3 PHASE. 60112

Z W.C. METER

C.C. METER

GROUND FLOOR

OLD (EXISTING)

PP

(NEW) MOP 250 AT 400 AF

INCOMING POWER SOURCE 220V/127V, 30, 4W, 6002

GROUND WIRE, 1X35,rtm2 IN 25trrn PVC/CONDUR PIPE

.GROUND WELL

ELECTRICAL POWER RISER DIAGRAM

OP 30 AT 100 AF

2 2 4x35MM + 1 x 35MM G IN 50MM DIA PVC

GROUND FLOOR

(NEW) OP

LOAD CALCULATION FOR PB-7

AC @ 100% = 3000 W

LIGHTING 0 100% = 340 W

REMAINING 40% = 3112 W

TOTAL DEMAND LOAD 6452 W

TOTAL CURRENT LOAD 16.93 A

AT 1.25% 21.16 A

STD.CKT.BRKR. = 30 A

3x4 MM2 IN 20MM DIA PVC CONDUIT TY0P. OOF ANNEX

NOTE:— to existing TTB DUND FLOOR

HO 1.SMOKE DETECTOR SHOULD OPERATE

KITCHEN

DURING NORMAL POWER BREAKDOWN KITCHEN

2.FOR SMOKE DETECTOR USE SEPERATE

CIRCUIT AND CONDUIT

SMOKE/HEAT DETECTOR SYSTEM RISER DIAGRAM

SCALE NTS

TELEPHONE RISER DIAGRAM

P8-7 CKT.NO

N

GR.FL

In

z

z

.21 2 2

L.)

VI CD z

In ce CO co

to N Vt

z O 0

Ci z z

20 2 4 4 20 20 2 4 4 20 20 2 4 4 20 20 2 4 4 20 20 2 4 4 20

PANEL: P9-7(NEW)

SCHEDULE: KITCHEN

CONNECTING LOAD

MOUNTING III FLUSH

❑ SURFACE

COVER 111 DOOR W/LOCK

❑ DOOR W/0 LOCK

LIGHTING 340

RECEPTACLES 720 G.DISPOSER 500

REFRIGERATOR 1000

SMOKE DETECTOR 200

CIRCUIT IDENTIFICATION

VOLTAGE:

LOAD

li 127/220V,3PHASE 4WIRE ❑ 208V,3PHASE 3WIRE

❑ 277/480V,3PHASE 4WIRE ❑ 380V,3PHASE 4WIRE

50% ❑

100%

ALL BRANCH BREAKERS 20A„1POLE UNLESS NOTED OTHERWISE U/L LISTED BRK INTERRUPTING CAP 10000RMS SYM AMP.

PHASE C=-3180 TOTAL=11120W

NO

•

• •

T LN

NO

NO LOAD

2 1500 • NI 3

ILO

Rim

4 1500 5 6 2500

7 8 2500 9 10 180 11 12 180 13 14 15 16 17 18 19 20 21 22 . 23 24

w 17 0

PHASE A=5340

MAINS 0 LUGS ONLY AMP

❑ TOP

MAIN BREAKER 30A ■ BOTTOM

PHASE B=2600

1.5 TON E.RANGE

220 V RECEPTACLES 220 V

SPARE SPARE

AC.-1 W. TYPE

CIRCUIT IDENTIFICATION

co

O

O

2

2

2

30

30

20

6

6

4

<11

6

4 2 25

6 3 25

I.

3

I I 25

CO

ND

UIT

SI

u.

O z

MAIN INCOMING CABLE SIZE CONDUIT:

CONNECTED 0 EXISTING PANEL

2 2 4x35MM +114 35MM G IN 50MM DIA PVC

/ 1 •

* J' 1110 six

o-) L:-......11 sj,6 A t

16_11 el1.3.11 t.tyLs-, ......---1,

l

( V

v

) .

i

.-1* r 5. 5-'

W,s..41&-i 5164.1 ...S.0....:.0

7a.,.A.0. ...I.,Ex.........ii 4-1,m Ltp....,.....01

PACE 7/7

PR-7 TO EXISTING

HD 0 PB-3

STORAGE AREA

nrn2G I MM PVC

PIT 300 EF CFM

w A/C TS TO

PB-7

1 fr''' WICII P. 1.- ()

_

AF llic,

P8-7

KITCHEN

°

1

08-7

its

1 L

011 RE

P t..-

0

_ Ir...,„___I I I

I

411 I1

11

1

lip

STORAGE AREA

STREET

AD-7

( 0 P8-7

III 1' I KITCHEN

( : - - 0)-

ill

(--1 STORAGE I 1

S TR E E T STR E E T

■ } .. - a _ %., 4

0 , 4 PO 4./ OFSPS30,5

E....)1 ..._„;_,...11:01 A

,,.-.1 1 ell...1.11 ,E.0).1-4....- . ......--.16

( V ) ...- it) Tk9-.4.°

E. Aid ,„...,145,..,11 ,..p.A ,....,e_.---Li .v.s.5,....

,.s.v,,....jk2._‘:—.; ‘,..-2.1.—„,...jil

PAGE 6/7

KITCHEN

/ E )POWER LAYOUT 7 SCALE 1:100 METERS

KITCHEN

E \ LIGHTING LAYOUT \ 7 / SCALE 1:100 METERS

44) AUXILIARY LAYOUT

SCALE 1:100 VEIIERS

0

KITCHEN 075

KITCHEN E

STORAGE AREA STORAGE

AREA

EXISTING COLO WATERLASJT CONNECTED TO

K CONNECTED TO EXITING DRAINAGE LA •

ti N

R.

rp o4, OF 5 u,„0-

( V ) ...•-ka rA.,-...

ii

ztz.,.........11 ,..r...l.„,-vil

PAGE 5/7

WittlERMWESELIZERMEMEWSZT, . STREET

STREET

KITCHEN

1, \ DRAINAGE LAYOUT

\ 7 / SCALE Ica PrERS

KITCHEN

( P WATER DIST. LAYOUT 7 ) SCALE 1:100 METERS

,106

fa HOC'

btv TF

5

TO GE

001" 5,06 UR

10 rvitv

0„„tE1P,e

COLD

05

3

routraama

)15olassrazo ILOTIMI4EUM

SCALE NTS.

vreaurnm \ESOMIXEMIVIC DEZWITIAVE

\ / SCALE : NTS.

11

MB TOP 0142 BEAM TOP EARS

SCHEDULE OF BEAMS

CODE

SECTION BOTTOM BARS TOP BARS STIRRUPS REMARKS

WIDTH DEPTH CONTINUOUS ADDITIONAL CONTINUOUS ADDITIONAL

81 50 28 5 016 --- 5 016 --- 7 08/M

82 70 28 8 016 3 016 8 016 --- 7 08/M R1 12 28 2 012 -- - 1 012 _ _ _ 6 08/m

SCHEDULE OF GRADE BEAMS

CODE SIZE

STEEL BARS

STIRRUPS REMARKS TOP BARS BOTTOM BARS

WIDTH DEPTH CONTINOUS ADDITIONAL

AT MIDSPAN CONTINOUS ADDITIONAL ATCONTSUPPORT

GB 25 50 3 016 ____ 3 016 ____ 7 0 8/M

GB2 25 50 4 016 ____ 3 016 - — 7 0 8/M

TB 25 50 5 016 __ __ 4 016 - — 7 0 8/M

CGB 25 60 3 016 ---- 5 016 _ __ _ 7 0 8/M

SCHEDULE OF FOOTINGS

CODE P. C. C. R C. C. STEEL BARS TOP BARS

REMARKS LENGTH WIDTH DEPTH LENGTH WIDTH DEPTH SHORT DIRECTION LONG DIRECTION SHORT DIRECTION LONG DIRECTION

Fl 160 140 10 140 120 50 7014/M' 7014/M' 2 014 3 014 ISOLATED

F2 180 160 10 160 140 50 7014/M' 7014/M' 2 014 3 014 ISOLATED

CF 300 160 10 290 140 50 7014/M' 7014/M' 2 014 3 014 COMBINED

SCHEDULE OF COLUMNS

CODE

SIZE COLUMN

REINFORCEMENT STIRRUPS ADD STIRRUPS REMARKS WIDTH LENGTH

c 1 20 50 6 016 7 010/M

C2 20 60 6 016 7 010/M

7 • I

DETAIL OF COLUMNS SCALE N T S

.i.-.11,...t

%. i 1.

e...).L.r.....11 s,,,I al

el-L4-11 4r„.0_,1-1-. ...........ii

PACE 4/7

0.20

C2

,L0.20

Cl

85551 TOP BORIS PM TOP BOAS I Ma •

FOR 56RRUP5

81018

-111111-

- 4' 18E TOT. EMS

I R18 851. BRAS

86616

B MM. 0 BEAM sreRups

CROSS SECTION SCALE 1110 METERS

B I/ 8/M

I MI 8 AIM 0 BEAM STIRRUPS

BEAN BOT. E.Rs

BEAM VA 5111

8 MM. 4 RIB STIRRUPS

0..375 *MTH

WB 801. BARS

HORDI DETAIL SCALE 1.10 METERS

ROOF F1RAMING PLAN 0 wu 1:57 NE745

4,03 320 4.00

C1

KETCHIN

AXIS OF COLUMB 1'50 IMPS

O

O KETCHEN

o sc, ,, GRADE BEAM FRAMING t:50 ttrtttAS

C1

co t0C14 5030 10004 Ste MN 548 iliwinitESH

TB

1,1111 •

CB

TB

4.00 lao

3.80 00

Cl

COE

I—

O

.

B1

-

r.., R1

B2

I Et . .,

OIKETCHIN

FOUNDATION PLAN

C

C1 Fl

1 F1

4.00 .1a0

340 4.00 II

C1F1i

C1F1I

MOOS

lJ FOUNDATION DESIGN DATA:

1. DESIGN SOIL BEARING CAPACITY FOR FOUNDATION SHALL BE TAKEN

AS 10 TONS/M 2,

2. ALL FILL MATERIALS OR BACKFILL SOILS SHALL BE PLACED IN

SUCCESSIVE HORIZONTAL LAYER OF NOT MORE THAN 200 MM.

THICK & SHALL BE COMPACTED TO 955 MAXIMUM DRY DENSITY. 3. ALL CONCRETE SURFACE DIRECTLY IN CONTACT WITH OR EXPOSED

TO SOIL SHALL BE COATED WITH 2 COATS OF BITUMINOUS PAINT EXCEPT

THE UNDERSIDE OF FOOTINGS, GRADE BEAMS ANO SLABS. WHERE POLYETHELENE

PLASTIC SHEETS PROOFING MEMBRANE SHALL BE USED. 4. REINFORCEMENT SHALL BE DEFORMED BARS CONFORMING TO ASTM A-615

GRADE 60 WITH A YEILDING STRESS Fy=414 MPo, 5. REBAR SPLICING SHALL BE 60 (BAR DIAMETER).

6. LATERAL LOADS:

a) WINOLOAD = 0.83 KN/M2.

7. ALL CONCRETE TO HAVE A MINIMUM CYLINDER STRENGTH OF 25 MPA (3600 PSI).

8. CEMENT SHALL BE SULPHATE RESISTANT CONFORMING TO ASTM C-150 TYPE V FOR ALL

CONCRETE WORKS.

9. COVER TO REINFORCEMENT.

GRADE BEAM TOP & BOT. = 75 mm. GRADE BEAM SIDES

5

SLAB = 20 mm. FOUNDATION = 75 mm.

COLUMNS (BELOW GRADE)= 75 mm,

COLUMNS (ABOVE GRADE)= 40 mm.

10. FOUNDATION CONCRETE SHALL BE PLACED AFTER THE ENGINEER HAS INSPECTED AND APPROVED THE SUBGRADE PREPARATION.

.., ,•;5'

6 • of

:■,,,

1}l _l ,L.,:eu.ii,1_,J1 tot 2....1,_.11 .........a,

C V ) ....-1_, r-s...-

., 14. 13 is ,..3.....y......11 o$ 1/45 ...J.-3 ...s...,....:.

PAGE 3/7

2

IN■IMMI■

24.00 SQ. M. NEW ANNEX AREA

PERCENTAGE OF LOT TO MEW ANNEX AREA =

UI

Li/

PLASTER FINISH OWNER'S APPROVE COLOR & TEXTURE

FRED WINDOW IN ALUM. FRAME

PROPOSE TOTAL AREAS :

NEW TOTAL BUILDING AREA =

PERCENTAGE OF LOT TO TOTAL SHADED AREA =

iL o II „L... tz.1.4,..11.

.-......./

Mi.

OF O'''''

( 01 ) ...-1.) e...9-..

t i.0.- 11 a...-_,......111 ....s,s.....:. Ls..k. „.. ......1

..._,,I........,....11 ..•4...t,..— JI

PAGE 2/7

400

3.50

CC

4'

0

.4/

2

(A)GROUND FLOOR PLAN 1:25 METERS

SCALE

AREA OF COMPUTATION:

TOTAL LOT AREA =

AREA OF EXISTING BUILDING.-

CARPORT AREA -

TOTAL SHADED AREA

PERCENTAGE OF LOT TO TOTAL SHADED AREA =

PROPOSED NEW ANNEX: FRONTSIDE PLAN

3COLLE I:50 YETEAS

DECORATIVE GROVE

SINGLE SWING WOODEN DOOR W1TH GLASS PAMEL

e

9. Nd

•

STR E ET

3.so

4A0

SEE CONNECTION DETAIL A

SECTION THRU A-A 504E 1:05 METERS

50:050000001 55; 5100.1P4L RANS POP.

014 10V.1, 101855 4110 0151000

CONNECTION DETAIL A N01 TO 5:414

iLv STORAGE

AREA

,). O.

) s

4 )JP-U%

11-

_wl 3 B

,LaJ1 e1-1-2..11

( V )

jLJ

PAGE 1/7

)